Modeling the lateral response of pile groups in cohesionless and cohesive soils

Modeling the lateral response of pile groups in cohesionless and cohesive soils

Abstract A three-dimensional finite element approach was used to assess the lateral pile and pile group response subjected to pure lateral load. The study evaluated three pile group configurations (i.e. 2 × 1, 2 × 2 and 3 × 2 pile groups) with four values of pile spacing (i.e. 2D, 4D, 6D and 8D, whe...

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Bibliographic Details
Main Authors: Jasim M. Abbas Al-Shamary, Zamri Chik, Mohd Raihan Taha
Format: Article
Language:English
Published: SpringerOpen 2018-01-01
Series:International Journal of Geo-Engineering
Subjects:
Piles
Pile group
Spacing
Configuration
Online Access:http://link.springer.com/article/10.1186/s40703-017-0070-y

Internet

http://link.springer.com/article/10.1186/s40703-017-0070-y

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